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12-13026
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2012
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12-13026
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Last modified
2/14/2013 11:24:17 AM
Creation date
2/14/2013 11:24:16 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
12-13026
Building Department - Name
BULL,SHIRLEY
Address
5612 BEECH ST
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Florida Building Code Online Page 3 of 4 <br /> � Impad Resistant: N/A Created by Independent Third Party•Yes ; <br /> � Desiyn Pressure: +N/A/-114.3 Evaluatioa Reports I <br /> Other: Uplift load of 61.8 psf @ fastener spacing of 30" FL7271 R2 AE EvaluationReoortC1805 14.odf � <br /> o.c.and 114.3 psf @ fastener s acin of 24"o.c. Created b Inde endent Third Pa :Yes ' <br /> � <br /> 7271.7 MasterRib Min 29 ga., 36"wide through fastened panel over 15/32" ; <br /> thitk I ood <br /> Limits of Use Installatlon Instructions <br /> Approved for use in HVH2: No FL7271 R2 II D1805 15.odf ! <br /> Approved for use outside HVHZ:Yes Verifled By: Bala Sockalingam PE 62240 � <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Desiyn Prossure: +N/A/-113.1 Evaluation Reports � <br /> Other: UpiIR load of 45.0 psf @ fastener spacing of 24" FL7271 R2 AE EvaluationReoortC1805 15.�df <br /> o.c. &113.1 sf�fastener s acin of 12"o.c. Created b Inde endent Thfrd Pa :Yes i <br /> 7271.8 Mas[erRib Min 29 ga.,36"wide through fastened panel over 15/32" ; <br /> hick I wood or 7/16"thick OSB ' <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ: No FL7271 R2 II D1805 16 UL584.�df I <br /> Approved for use outside MVHZ:Yes VeriFled By: Bala Sockalingam PE 62240 i <br /> Impact Resistant: N/A Created by Independent Third Party:Yes � <br /> Desfyn Pressure: +N/A/-52.5 Evaluallon Reports , <br /> Other: Uplift load of 52.5 psf @ fastener 5pacing of 12" FU271 R2 AE EvaluationRe�ortC1805 16.�df I <br /> a,�, Created b Inde endent Third Pa :Yes ; <br /> 7271.9 MasterRib Min 29 ga.,36"wide through fastened panel over nom. � <br /> 1"x 4"furring and 15/32"thick plywood or 7/16"thlck I <br /> OSB <br /> Llmits of Use Installstlon Instructlons <br /> Approved for use in HVHZ: No FL7271 R2 II D1805 17.odf <br /> Approved for u�e outside HVHZ:Yes Verifled By: Bala Sockalingam PE 62240 <br /> Impact Resistant:N/A Created by Independent Third Party: Yes <br /> Deslyn Prcssure: +N/A/-114 Evaluation Reports <br /> Other: UpliR load of 71 psf for Fastener Pattem 1&114 FV271 R2 AE EvaluationReoortC1805 17.�df � <br /> sf for Fastener Pattern 2 Created b Inde endent Third Pa :Yes I <br /> 7271.10 ML200 Min 24 ga., max 16"wide standfng seam metal panel ' <br /> with double lock seam over metal deck. � <br /> Llmits of Uce Installation Instructtons �, <br /> Approved for use In HVH2: No FV271 R2 II D1805 18.�df j <br /> Approved for use outside HVHZ:Yes VerlFled By: Bala Sockalingam PE 62240 <br /> Impact Resistant:N/A Created by Independent Third Party: Yes �, <br /> Desipn Pressure: +N/A/-116.0 Evaluation Reports i <br /> Other:Uplift load of 71.0 psf�clip spacing of 36"o.c. FL7271 R2 AE EvaluationRe�ortC1805 18.odf <br /> and 116.0 sf�cli s acin of 12"o.c. Created b Inde ndent Third Pa :Yes <br /> 7271.11 PBR Min 26 ga., 36"wide through fastened panel over 15/32" I <br /> iCk I ood I <br /> Llmits ot Use Installatlon Instructlons , <br /> Approved for use le HVHZ: No FL7271 R2 II D1805 19 UL638.odf ! <br /> Approved for use outcide HVHZ:Yes Verifled By: Bala Sockalingam PE 62240 � <br /> Impad Reslstant: N/A Created by Independent Third Party:Yes I <br /> Desiyn Prossure: +N/A/-52.5 Evaluation Reports i <br /> Other:Uplift load of 52.5 psf @ fastener spacing of 12" FL7271 R2 AE EvaluationRe�ortC1805 19.odf <br /> o.c. Created b Inde endent Third Pa :Yes <br /> 7271.12 SL175 Min 24 ga., max 16"wide snap-lock standing seam metal� <br /> anel over metal deck. i <br /> Limits of Use Installallon Instrudions � <br /> Approved for use in HVHZ: No FL7271 R2 II D1805 20.odf <br /> Approved for use outside HVHZ:Yes Verifled By: Bala Sockalingam PE 62240 � <br /> impact Resistant: N/A Created by Independent Third Party: Yes <br /> Desipn Pressure: +N/A/-86.0 Evaluatlon Reports ; <br /> Other:UpIiR load of 63.5 psf @ clip spacing of 36"o.c. FL7271 R2 AE EvaluationRe�ortC1805 20.�df <br /> and 86.0 sf�clt s acin of 12"o.c. Created b Inde ndent Third Pa :Yes <br /> Back Next <br /> ConGd Us 1940 Nath Monroe�treet.TallahaN!e FL 32399 Phone:850-497-1824 <br /> The State of Florida is an AA/EEO employer Coovriaht 2007-2010 State of Florida. :Privacv Stetement::AccessibiliN Statement::Refund Stntement <br /> Under Florida law,e-mail addrcsses are public rccords.If you do not want your e-mail addrcss released In rcsponse to a public-records request,do not <br /> send electronic mail to chis entity Instead,mnWd the office by phone or by traditional mall.If you have any questions reqarding DBPti's ADA web <br /> accessibility,D�ease contac[our Web Master at w•bma�r�d6or.M?te.fl.�. <br /> Product Ayprovd A�apts: <br /> � ��� <br /> http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvtEeYw06ElOY... 5/3/2012 <br />
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